Technical Report - Civil Engineering Laboratory, Naval Construction Battalion Center, Port Hueneme, California, Issue 842
Civil Engineering Laboratory, Naval Construction Battalion Center., 1976
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Maximum shear stress contours in plane of symmetry of intersection model
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analysis was performed angle Appendix applied loading circularly polarized data sets detail in Reference determined dN/ds elastic epoxy equation f/stop Figure A-4 finite difference flag fringe data fringe order versus Honeywell IEND immersion tank inclined plane insulator model intersecting holes Kodak Tri-X laser light source light beam light path lightmeter line of sight loading frame material Maximum shear stress model Figure MPa was applied NAVFAC normal stress components obtained order versus distance photoelastic analysis photoelastic applications photoelastic data plane of symmetry plane perpendicular Plane strain points ponents POST INSULATOR principal stress difference principal stress direction Reference 19 refractive index scattered Scattered-light fringe patterns scattered-light pattern Scattered-light polariscope second derivative secondary principal stress shear stress shown in Figure silica gel spectral sensitivity Stress concentrations stress-optic coefficient surface principal stresses tion transmission polariscope tunnel intersection model tunnel model Unclassified SECURITY CLASSIFICATION VLF hollow-post insulator wavelength yields